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| 1 | Excavation in foundations trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiseling / wedging out of hard /soft rock including dewatering in saturated soil up to all leads and lifts stacking the excavated soil / materials not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15 centimeter layers when required into plinths side of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge. |
| 2 | Providing and laying cement concrete 1:3:6 (1 cement : 3 sand: 6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge. |
| 3 | Providing form work with steel plates 3.15 millimeter thick welding with angle iron in frame 30x30x5 millimeter, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and bellies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ-reinforced concrete and plain concrete work in:- |
| 4 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge. |
| 5 | Fixing of Fencing Pannel size 1.80x1.20 wide in brick pillars within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. |
| 6 | Manufacturing & supply & Fixing fencing panel of size 1.80 x1.20 meters of jali 25 x25 mm welded to MS Black Tibe 32 mm dia of 14 gauge with MS Flat cover 20 x3 mm , MS Hold Fast 7 No. made out of MS Flat 32x5mm including cutiing. Welding . Painting two coat of red oxide paint complete in all respect. Toatl Length 7.75=4 No's panel ( 1.80 mtr. wide) and within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. |
| 7 | Steel work welded in built-up section, trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint in beams joists channels, angle cleats as in main and cross beam, hip and jack rafters, purlins connected to common rafters, steel gate and like within all leads and lifts as per the direction of Engineer-in- Charge. |
| 8 | Painting two coats (excluding priming coat) over new steel and other metal surfaces,with enamel paint to give an even shade including cleaningthe surface of dirt ,dust and other foreign matters sand papering and stopping with enamel paint other than white.within all leads and lifts as per direction of Engineer-In-charge. |
| 9 | Providing and fixing of Glove Ball valve superior quality confirming to IS :1879 ISI complete in all respect within all lead lifts as per the direction of Engineer -in- Charge. |
| 10 | 20 mm dia |
| 11 | 25 mm dia |
| 12 | 32mm dia. |
| 13 | 40 mm dia |
| 14 | 50 mm dia |
| 15 | 65 mm dia |
| 16 | 80 mm dia |
| 17 | Providing/Supply of G.I nipple of superior quality ISI complete in all respect within all lead lifts as per the direction of Engineer -in- Charge. |
| 18 | 20 mm dia |
| 19 | 25 mm dia |
| 20 | 32mm dia. |
| 21 | 40 mm dia |
| 22 | Providing and fixing of G.I Unions of superior quality ISI complete in all respect within all lead lifts as per the direction of Engineer -in- Charge. |
| 23 | 20 mm dia |
| 24 | 25 mm dia |
| 25 | 32mm dia. |
| 26 | 40 mm dia |
| 27 | 65 mm dia |
| 28 | 80 mm dia |
| 29 | Providing and fixing of G.I Elbow of superior quality ISI complete in all respect within all lead lifts as per the direction of Engineer -in- Charge. |
| 30 | 25 mm dia |
| 31 | 32mm dia. |
| 32 | 40 mm dia |
| 33 | 50 mm dia |
| 34 | 65 mm dia |
| 35 | 80 mm dia |
| 36 | Providing and fixing of G.I. Tee of superior quality ISI complete in all respect within all lead lifts as per the direction of Engineer -in- Charge. |
| 37 | 50 mm dia |
| 38 | 65 mm dia |
| 39 | Welding joints of Gl pipe With cicumfrential butt welding by electrical arc welding to following diameter GMS Tubes as per IS1239 1990/2004 of Light Class welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. |
| 40 | 20 mm dia |
| 41 | 25 mm dia |
| 42 | 32mm dia. |
| 43 | 40 mm dia |
| 44 | 50 mm dia |
| 45 | 65 mm dia |
| 46 | 80 mm dia |
| 47 | TERMS AND CONDITIONS 1 The work shall be executed strictly in accordance with JSV/IRC and BIS satisfaction as per instructions of the Engineer-in-Charge 2 Nothing shall be paid to the contractor for rejected work/materials 3 The payment to the labourers will he made in the presence of Junior Engineer concerned a representative of Engineer-in-Charge 4 The work shall be executed with in stipulated period 5 Sill free sandstone aggregate of approved quarry shall be used 6 GST, Labour Cess and Security will be deducted from cach bill of the contractor as per Govt. rule 7. The following material required for execution of above work shall be supplied by the Department in Sub Divisional Store against proper indent on the rates Cement Rs. 450/- per bag Please Enable Macros to View BoQ information |
